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50 NE 93 St (2)CONTRACTOR Name ,W Address 9 e) A/zr' pi Name ? ) / 0 , , !`,e . air Address .. O /A) ` " Demolish Telephone r Fax ■ Qualifier Name 4 - r �Zf- 1 OPERTY OWNIE Name ,W Address 9 e) A/zr' pi Home Telephone ,t,; L ess Telephone IS'az TYPE OF MANAGEMENT / New Construction Enclosure Alteration Exterior !`,e . air Alteration Interior Demolish Relocation of Structure Shell Oni Foundation Only Add'l Attachment Other Add'l Detachment Other . WMOJOTIONS - lre dllo 'tng steps must b taken to obtain a per, lit from the IV iand 'hot. s Village: r Step I. Job Address: Folio Number ,gd72�° 6/5- ev, Lot Address PERMIT TYPE ( ) Building Electrical Mechanic Plumbing LPGX Roofing Fence Other VI �® / h 9 4 PERMIT CHANGE ( I ) Chi; Contractor iy enewal Revision Extension Supplement Reinspection ARCHITECT Name IL ?cense No. Address Telephone Apt. / City Description, of Work '1 llinkrillkMtkfti PERRY APPLICA ICN Master Permit No. Subsidiary Permit No. EC • a-(jQ t • Complete the attached permit application which must be signed by the prolerty owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the com pleted applica with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPL CA 1ON Zip Subdivision PE PG Zoning Linear Feet Current Use of Property !?, Square Feet J Floors t Proposed Use of Property Value of Work // ' 0 Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Page 2 INIPORTANT NOTICES DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays: 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT.FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. 1. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. Signat STA t OF ` OR ' COITNTY OFFIOIIAMI -DADE STATE OF FLORID Print Name Sworn to and subscribed before me this ° day of Personally known oiF]otida.._ IWO RORLR$ ? 1'' t;CMMISSION # CC 321872 EXPIRES: June 4, 2004 Bonded Thru Wary Public Undory r es OR, Produced Identification Type of Identification Produced: Signa Print Nam Sworn to and subscribed before me this Signature of SEAL: PERMIT APPLICATION OF MIAMI -DADE JULIti r,0141 I CO !; # 3211/2 X. °IRES: June 4,1C04 resd r h: P. xay Pubtc UadanrC.:.r, Personally known OR, Produced Identification Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE, i Outlet, Appliance Q Y. TYPE Service Repair 'f 'PE � 'P Refrigeration, Tons I (ill. A/C Central 1 -3 Ton Fan Cooling Tower Outlet, Wall Heating Strips, each Service, Temporary A/C Central 4-7 Ton Fire Pump '� idet Outlet, Switch - Signs Pool Piping A/C Central 8 -15 Ton Fixture - Fluorescent Air Handler, Tons Oven !Ductwork, Cost of Space Heater (kw) Piping, Flammable Liquid A/C Central 16-20 Ton Fixture Light Sprinkler System Parking Lot Lights Cap - Water Spas/Hot Tubs Gas - Appliance A/C Central 20+ Ton fee s r Plugmold/Strip ath Fan - Vented, 0 Subfeeds, No. o.'. Amps A/C Window FPL - Load Ce ral Pump, Fire Stand Posts Temporary Toilet Swim Pool, Commercial Catch Basin Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller jf c.P, ; , Gas Piping Receptacles Pump, Replace - Pool Switchboards Urinal Clear Vio:ations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor CP.ww- ov lt, Burglar Discharge Well Refrigerator, Domestic Ice Maker Temp for Test - 30 days Pump, Sump Deep Freezer Utility - Water Low -volt, Fire Dishwasher Renew - Temp Service Indirect Wastes Relay Repair Demolition Vacuum Pump Low -volt, Intercom/Teleph. Disposal Repair Circuits Interceptor Roof Inlet Dishwasher Water Closet Low -volt, Television Service, Number of Amps Septic Connection MECHANICAL, TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE � Generator QT1 'f 'PE � 'P Refrigeration, Tons Q'fY. A/C Central, Tons Bath Tub Cooling Tower Drinking Fountain Heating Strips, each Miscellaneous Repairs Vent Hood, Cost Solar Water Heater A/C Wall/Win. Tons '� idet Dryer Vents, Number of - Paint Booth Pool Piping Ventilation, Cost Sprinkler Repair Air Handler, Tons Cap - Fixture !Ductwork, Cost of Fountain Piping, Flammable Liquid Pump and Abandon Periodic Inspections Sprinkler System Barbecue Cap - Water Fire Sprinkler System Gas - Appliance Process/Pressure Piping Pump, Domestic Supply, AC Well ath Fan - Vented, 0 Fireplaces, Number of Pressure Vessel Pump, Fire Stand PL UMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TY'E Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater '� idet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater rainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -, i . e Ol rains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Sun ply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ]RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ Metropolitan Dade County (C.C.F.) $ e (sq.ft. = x/1000 x 0.60) Inspector State Educational Fund $ (¢.005 /sq.ft.) State DCA (Radon) $ (¢.O1/sq.ft.) Code Enforcement Fine $ Zoning Review SECTION Zonin: Electrical Mechanical Plumbin: Public Works Structural Building Official PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) ✓� 7.���� DATE: �,;�,s`��I' ' REVIEWED AND PREPARED BY PERMIT FEES TOTAL $ ISSUING OFFICIAL CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com U � � 1 1 S r r u r i 1 9 r n n n n r e A d n r u ,n e u I Set h n r A for a e 1 a ;"1 s. t]k a e r e _rs BRINfK`S HOME SECURITY PAY d TO THE mR ORDER OF 5765 N.W. 158TH STREET MIAMI LAKES, FL 33014 Lin 'L vM Bank of America. Customer Connection '4 .�� FOR e-- f ;. 5 � � �4i 32-1/1110 TX 0 DOLLARS B Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795-2204 Pefrnit Nurfibeie EL2002-177 Printed: 5/24/2002 Applicant: Owner: JOB ADDRESS: 50 NE 93 ST Flartrieni Parmit Contractor BRINKS HOME SECURITY INC Contractor's Address: 5765 NW 158 ST Local Phone: 305 - 558 - 6625 Page 1 of 1 Parcel # 1132060130180 Legal Description: OR 12714 -1102 1185 4 LOT 6 BLK 2 LOT SIZE 50.000 X 128 OR 19407 - 0454 -0455 12 Permit Status: Work: BURGLAR ALARM If there is 'o permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signe. #/', /,�✓ k NSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: Fees: Description Amount FEE2002 -3000 Building Permit Application Fee $60.00 FEE2002 -3001 CCF $0.60 Total Fees: $60.60 Approved Permit Expiration: 11/20/2002 Construction Value: $199.00 Total Fees: Total Receipts: $60.60 $0.00 (Contractor or Builder) BY: 2'ermit Owner's Name and Address 1: a k Registered Architect and /or Engineer Employing Electrician's Name..• 4 Location and Legal Description Lot Streo;,t and Number where work is to be State woiek to' be performed and 'purpose Amount of Permit STATE OF FLORIDA, } QSDI.TNTY OP DADE. sa. Mi S r "ORES `VILLAGE ELECT ' OCAL DN , PECTI o N Ins .. New Building Remodeling Addition EPARTMENT APPLEG O F ELECTRICAL PER [ ,, IT Date ..O. LO Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building o1 other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Frio:ida, and all provisions of the Lawo of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. _No 5- A) S No. 1.Q... 0 y Street ® R, . A'o...4, W A- / C Block Subdivision performed —No y .Street of building (By Floors) - w Repairs No. of Stories Service Overhead Site Feeders Conduit Main Sw Amps Main Fuses Amps Underground Type of Installation — Conduit Tubing B.X.L Metal Moulding (Signed) f (Signed) Before me, the undersigned authority, a notary public, duly authorised ap ared Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of K'orida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance frorc all contractors or sub-contractors employed by him in the work to be performed under this permit; and will gone or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, o. work to be performed under this permit, as are licensed by Miami Shores Village. to me well known, and who, being by me first duly sworn, upon oath depo.es and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign th therein by hie: etal.ed are tr ze. - - o a Bleetsieia�. , , to administer oaths and take acknowledgment©, personally and that all fans My Commission "Lc;tp3res Notary Publ c, tatee o a NOTE: A re-inspection fee of 'I.(1,1) will be mar when NICh inspe on is made necessary by improper :notice or inszxztion, or faulty materials and/or workr-sanAip. SwITCN OUTLETS LIMIT OUTLaVO PLUO RCCC'2'V'O G IRTUREa PO. LANIPO ROPE IO. OUTLAY IRON OUTLET RANGE OUTLET R ANOE COI.. Y. WATEI! HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOYAs CONTR. LIST 'V ' l,'k` 6".J' FOR '3; ENT. SW. OIOT. CAO. Ceavica Temp. service PERM. MOTORS 0.1 t{P MOTORS I. MP N EON TRANS. RADIO TOTAL LUG. _/ ,J - -2 �'. 2'ermit Owner's Name and Address 1: a k Registered Architect and /or Engineer Employing Electrician's Name..• 4 Location and Legal Description Lot Streo;,t and Number where work is to be State woiek to' be performed and 'purpose Amount of Permit STATE OF FLORIDA, } QSDI.TNTY OP DADE. sa. Mi S r "ORES `VILLAGE ELECT ' OCAL DN , PECTI o N Ins .. New Building Remodeling Addition EPARTMENT APPLEG O F ELECTRICAL PER [ ,, IT Date ..O. LO Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building o1 other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Frio:ida, and all provisions of the Lawo of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. _No 5- A) S No. 1.Q... 0 y Street ® R, . A'o...4, W A- / C Block Subdivision performed —No y .Street of building (By Floors) - w Repairs No. of Stories Service Overhead Site Feeders Conduit Main Sw Amps Main Fuses Amps Underground Type of Installation — Conduit Tubing B.X.L Metal Moulding (Signed) f (Signed) Before me, the undersigned authority, a notary public, duly authorised ap ared Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the 'Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of K'orida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance frorc all contractors or sub-contractors employed by him in the work to be performed under this permit; and will gone or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, o. work to be performed under this permit, as are licensed by Miami Shores Village. to me well known, and who, being by me first duly sworn, upon oath depo.es and says that he is the of the above described construction, and he has carefully read the foregoing application, and that he did sign th therein by hie: etal.ed are tr ze. - - o a Bleetsieia�. , , to administer oaths and take acknowledgment©, personally and that all fans My Commission "Lc;tp3res Notary Publ c, tatee o a NOTE: A re-inspection fee of 'I.(1,1) will be mar when NICh inspe on is made necessary by improper :notice or inszxztion, or faulty materials and/or workr-sanAip. — OWITCM 'LION? OUTLRTS OUTLETS PLUG Raca.p.rs 7 IRTURES I NO. LAMPS REMO. OUTLET IRON OUTLET RANGE OUTLET RANGE CONIC WATER HEATER — W. HEAT. CONN. — SPACE' HEATER srmr, Hera T '707A% CCW,TD. LIG? I - = , :tor. OW. CAD. SERVICE TaMP. SERVICE PERM. MOTORS 0.1 HP Isserrons :43 HP NEON T er:,2ANs. :iAKPO CO%TIR. LiCT cmccu _—/ / 1) I Permit No Amount of Permit STATE OF FLO`AXDA, ss. COUNTY OF ORES VILLAGE aLECYMCAL INSPECTION blEPARTMENT AFPLiXATMAN FAH ELE TRIAL P5AK7 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, end all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owner's Name and Address. No Street Registered Architect and/or Engineer Employing Electrician's Name X..ocation and Legal Description Lot Block Subdivision Street and Number where work is to be performed—No Street State work to be performed and purpose of building (By Floors) New Building Remodeling Addition Repairs No. of Stories No Street Date. 1 ( ServiGz Overhead ahead Unu Size Feeders Conduit Main Sw Amps Main Fuses Amps Type of Xnstallation—Conduit Tubing B.X.L .Metal Moulding f.). (Si The undersigned applicant for this building permit does hereby certify that he understands and a labor ur.der the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws has complied with the provisions thereof, and will require similar compliance from all contractors or work to be performed under this permit; and will post or cause to be posted for inspection on the site as are required by the Act. The undersigned agrees to employ only such sub-contractors, on work to licensed by Miarn. Shores Village. • (Signed) Electrica Inspector. ccepts his obligations as an employer of of Florida Permanent Supplement, and subcontractors employed by him in the of the work such public notice or notices be performed under this permit, as are Master Electrician. liefore me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, and he has carefully read the foregoing applicacion, and that he did sign the same, and that all therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of 51.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty , s;‘,tcri± and/or vorkmanship. MI 1 ERTY OWNER R New Construction Nye Enclosure Ades _ 22 f so Nt 6 13 5- �� i H Avis' C 4 lllo ue Te "_epho e 3 L) ° 6 / ,_, 6 7, 2 _ 4 . / 13usiness Telephone el �), v e) 4 s . `p 0 0 Fax — TYPE OF MANAGEMENT (I ) New Construction Enclosure Alteration Exterior Re 1 air Alteration Interior — Demolish 't eEocation of Structure S :Dell Onl Foundation Only Add'l Attachmect Other W'dtai Add'I Detachment O4Qaer INSTRU(TONS - il;,e foI'owittj s ps tnust be taken to olata n a emit from the it iat�� Step 1. Complete the attached permit application which must be signed by the proterty owner and qualifier. Both signatures must he notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Departnen' for processing. During the processing of your application, you may be asked to submit additional information. T A PPLICATION Job Address: �J u ci q r /4- d 5401c - L State PE MIT TYPE ( I ) ui @ding Electrical] Mechanical Plumbing IL)" GX nociiing Fence Other Address Apt. frAkm Folio Nurpber O1 c Lot Block Subdivisiot s� ' -u n . PB / 0 PG Current Use of Property Proposed Use of Property Tenant Information Zoning [PE „ f MIT CHANGE ( ) Chg. Contractor @enewell Revision Extension Supplement Reinspectionn A Ci ITECT License No. Address Fan Master Permit No. Subsidiary Permit No. `� '� g City Description of Work C. Square Feet q b & Uni Floors Va of Work Tax Ass�essed/Apprais Flood Zone Base Floor Elev. ENGINEE Name License No. Address Telephone Fax CONT Name License No. Address 'Telephone ACTO Qualifier Name PERMIT APPLICATION hor s Village: Fax Page 2 IMPORTANT NOTICES I. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1 °' Floor, (305) 679-1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE OF Signature of 0 ` Signature of Contractor / Qualifier /ii ,n Print Name Print Name Sworn to ; nd subscribed before me this rl4j da of , Sworn to and subscribed before me this day of -4X-/ f) gnature of otary P =At ofF[&i IAL ?.o 1:'..'Y° :;- :L Signature of Notary Public - State of Florida 6 e e ANCELA vi BE(.. =id z 'skl q C0 co e. ru(�.caa SEAL: N . CC783097 Cfi F s "7:11 _ Personally known OR, Produced Identification Personally known OR, Produced Identification SEAL: COUN1IY! OF MIAMI -DADE Type of Identification Produced: D saw 4S7. oa3., 1) PERMIT APPLICATION STATE OF FLORIDA, COUNTY OF MIAMI -DADE Type of Identification Produced: '' r QTY. --- TYPE Dryer QTY. TYPE Outlet, Appliance Q 3 1 . YPE I QTY , Service Repair mu_ Fee A/C Central :-3 Ton Fan Out:et, Wall Cooling Tower Service, Ternpo:a7 A/C Cer.tral 4-7 Ton Fire Pump Outlet, Switch Signs A/C Central 0-LS Ton I aint Booth Fixture - 1Ra:crescent 1 ven Space Heater (11w) A/C Central 1,6-20 Tom Ductwork, Cost of Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20.:- Ton il/arbecue Flood Lights Plugmo Id/Strip Subfeeds, No. at Amps A/C Window Pump, I omestic LTPL - Load Central Posts Swim Pool, Con mercial Air Conditioners Pressure Vessel Garbage Disposal f■k`ange/Range Top Swim ' ool, Resijential Chiller Catch :asin Generators, etc. Receptacles Switchboards Clear Violations Temporary Water Closet Ilea:t 'Recovery Regerator, Comm. (pRill) Temp Serv., Const:mation Compactor Pump, Replace - Pool :T.,ow-volt, izzug2Eg. Refrigerator, I omestic Temp for Test - 30 'days Deep W7C-ZECT Grease 'Prop Low-volt, Fire Renew - Temp Service Utility - Sewer Demolltion Discharge Well Low-voll, Intercorn/Teleph. Repair Circuits Pump, Sum i Dishwasher Utility - Water Law-volt, Television Service, Number of Amps Indirect Wastes itpE _ Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. Milli Rerigeration, Tors QTY. A/C Central, Tons Cooling Tower I eating Strips, each Vent Hood, Cost A/C Wall/Mn. Tons Dryer Vents, Number CT I aint Booth Ventilation, Cost Air Landier, Tons Ductwork, Cost of tping, Flammable Liquid Periodic Inspectio -..s il/arbecue Fire Sprinkler System Process/Pressure Piping Pump, I omestic 13ath Fan-Vented, 0 Fireplaces, Number ci' Pressure Vessel Pump, Fire Stand PE rA/C Condensate QTY. _ TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture Soakage Pit :lath Tub t rinking Fountain Miscellaneous Repairs Misce Solar Water Heater 3idei F Filter Replace Pool Piping Spri I Repair Cep - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, I omestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch :asin Gas - Propane Pump, Re-circulate Temporary Water Closet Clothes Washer Gas ?' ping Pump, Replace - Pool Urinal Dental Chair Grease 'Prop Pump, Sprinkler Utility - Sewer Discharge Well :Ice Maker Pump, Sum i Utility - Water It ishwa.'sher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry 'Dray Lavatory Septic Connection Septic Tank Water Heater Water Heater New Drainald, 4" Tile/Res. Drains, Area Meter Set (Gas) Sewer Connection Water Re-pipe arains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Ar, 1,26 44.1 Page 3 7 71_717 - 1rt NIENSWitiWINKSIINIILMMIRW PERMIT APPLICA7ION FENSTRUCT:ONS: Please indicate the type of work being performed and quantity(ies) in the space provleecl below. * RECEIVED AND REVIEWED BY: DATE: • Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ 1 1 5 0 (sq.ft. = x/1000 x ¢.60) $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE f PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) JL $) oo, 0 0 TOTAL $ r 3 6 DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http:/ /www.miamishoresvillage.com MIAMI -DADE PR DUCT CONTROL NOTIICE OF ACCEPTANCE Pino - Windows Corporation 6860 N.V. 75 Street Medley FL 331166 Your application for Product Approval of: "Colonial" A lumin um Single Hung Window ' v /True li�ru:tin under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval. if is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0417.06 (Revises No.: 97-09110.02) Expires:06/26/2003 THIS IS THE COVEERSI11 EEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07/20/2000 Internet mail address: postmaster ®buildingcodeonline.com CONDITIONS MELDING E)ING CODE & PRODUCT REVIEW COMMITTEE e rancisco . Quintana. R.A. Director I of 3 Miami-Dads County Building Code Compliance Office egA 4QIAMI -DADS COUNTY. FLORIDA METRO -DADE FLAGLER 13U::LDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR i NFORCEM (NT SECTION (305) 375.2966 FAX (305) 375-2908 I'RODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 Raul Rodriguez Chief Product Control Division CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 &Iomepage: http : / /www.buildingcodeonline.cont Pino Windows Corporation �e 2 of 3 ACCEPTANCE No.: APPROVED EXPII E" ES : • ,Lune 26, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 00-04:7.36 JUL 2 0 2000 fl. SCOPE 1.1 This revises and renews the Notice of Acceptance No. 97-0910.02, which was issued on August 02, 1997. It approves an aluminum single hung window as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFIBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PR DUCT DESC TI ON 2.1, The "Colonial" Aluminum Single ung Window w /True Maantin and its components shall be constructed in strict compliance with the following documents: Drawing No WOO -211, titled "Colonial Alum Single Hung Window ", Sheets 1 through 3 of 3, dated 05/19/00, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Contro Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1, This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Design Load Capacity Table in approved drawings. 3.3 Use only the Heavy Duty top rail (Part # PDH -508) with a reinforced iever handle at vent top rail. 4. INSTALLATION 4.11 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. S. LABELING 5.11 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.11 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the install ..:'.n of his syste Manue Perez, P.E. Product CI Examiner Product ontrol Division Pine Windows Corporation 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. ACCEPTANCE No.: OD- 04117.06 APP OYIED EXPIRES JUL 2 0 260e • June 26, 2003 NOTIICIE OF ACCEPTANCE: STANDARD CONDITIONS fl. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no : onger the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shalt automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and re r ,oval of Acceptance. Manuel Product ' • rol Division END OF THIS ACCEPTANCE 3 of 3 ercz, P. E., Product ontr er DESIGN LOAD CAPACITY - PSF MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED DSB- ANNEALED GLASS WINDOW DIMS. ANCHORS 'A' ANCHORS 'B' WIDTH HEIGHT EXT. ( +) 1NT. ( -) EXT. ( +) 1NT. ( -) 19 -1/8' 46.7 68.0 46.7 68.0 26 -1/2' 26' 46.7 68.0 46.7 68.0 37 (4) 46.7 68.0 46.7 68.0 53 -1/8 46.7 54 .0 45.7 54.9 19 -1/8' 46.7 68.0 46.7 68.0 26 -1/2 38 -3/8' 46.7 68.0 46.7 68.0 37' (4) 46.7 67.3 46.7 68.0 53 -1/8 46.7 46.9 46.7 68.0 19 -1/8' 46.7 68.0 46.7 68.0 26 -1/2' 50 -5/8' 46.7 68.0 46.7 68.0 37' (4) 46.7 51.0 46.7 68.0 53 -1/8 46.7 35.6 46.7 56.2 19 -1/8' 46.7 68.0 46.7 68.0 26-1/2' 63' 45.7 68.0 46.7 68.0 37' (6) 46.7 61.5 46.7 68.0 53 -1 /8 46.7 42.9 46.7 46.7 r t ( i • 11 1/4' D.LO. 50 3/8' VENT WIDTH 53 1/8' MAX. 0 n n vg z 6 C, s 8 19 1/8° W. WIDTH 28 1/2' W. WIDTH 37' WDW. WIDTH MUNTIN CONFI ATION FOR STANDARD SI S 53 I/8' WINDOW WIDTH NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. F, P - IESIVE BEDDING COMPOUND DSB ANNEALED GLASS GLAZING DETAIL, Engr. OR. HI1'°4AYOUN FAR000 ST'k :EC/RES ilA PE f 16557 NOTES: I. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDINC CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. Z. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. L ( 7.00 HEAD /SILL CORNERS 4 1/2 MAX. 0 0 48 3/16' WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT APPSOY(0 AS COMPLYING WITH THE SOUTH FjpitIDA BU!LDIUIG CODE Dpi 20 8r _. PHUDUC OE DIV1S 0;1 AUitO NS CODE COMPLIAIICJ OFFICE 4CCE ?IARCE HO. 00. :19fi 4 0 0 0 O z V) z z 0 -J U 0 z c 0 m a. cc La eCA O U � g trOo z• EL ® 00 - I� C °IIo drawing no. W00 -21 sheet 1 of 3 WINDOW HEIGHT VENT HEIGHT •/ 'j. ji D DSB - I i i. / i / 'n 0 n n vg z 6 C, s 8 19 1/8° W. WIDTH 28 1/2' W. WIDTH 37' WDW. WIDTH MUNTIN CONFI ATION FOR STANDARD SI S 53 I/8' WINDOW WIDTH NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. F, P - IESIVE BEDDING COMPOUND DSB ANNEALED GLASS GLAZING DETAIL, Engr. OR. HI1'°4AYOUN FAR000 ST'k :EC/RES ilA PE f 16557 NOTES: I. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDINC CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. Z. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. L ( 7.00 HEAD /SILL CORNERS 4 1/2 MAX. 0 0 48 3/16' WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT APPSOY(0 AS COMPLYING WITH THE SOUTH FjpitIDA BU!LDIUIG CODE Dpi 20 8r _. PHUDUC OE DIV1S 0;1 AUitO NS CODE COMPLIAIICJ OFFICE 4CCE ?IARCE HO. 00. :19fi 4 0 0 0 O z V) z z 0 -J U 0 z c 0 m a. cc La eCA O U � g trOo z• EL ® 00 - I� C °IIo drawing no. W00 -21 sheet 1 of 3 WINDOW HEIGHT VENT HEIGHT ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL UANF. /SUPPLIER /REMARKS I P011 -501 1 FRAME HEAD 6063_15 - 2 PDH -529 I FRAME SILL 6063 -T5 - 3 PDH -503 2 FRAME JAMB 6063 -15 - 4 P0H -508 1 VENT TOP 6063 -T5 - 5 POH -526 1 VENT BOTTOM 6063 -T5 - 6 PDH -507 2 VENT SIDE 6063 -T5 - 7 POH -504 1 FIXED MEETING RAIL 6063 -T5 - 8 PDH -524 AS REQD. ROLL FORMED GLAZING BEAD ALUMINUM - 9 PDH -512 AS REOD. MUNTIN 6063 -13 - 10 - AS REQD. FRAME Mc VENT ASSEMBLY SCREW - #8 X 3/4 PHPH SMS 11 - AS REOD. MUNTIN ASSEMBLY SCREW - #8 X 1' PHPH SMS 12 - AS REQD. BULB W'STRIPPING VINYL - 13 P8- 8320 -187 AS REQD. PILE W'STRIPPING - WITH INTEGRAL. PLASTIC FIN 14 P8- 8316 -187 AS REOD. PILE W'STRIPPING - WITH INTEGRAL PLASTIC FIN 15 - 2 FLAP VALVE PLASTIC - 16 - 2 SPRING AND PULLEY BALANCE - - 17 PO11 -518 2 SNAP LATCH 4 LONG W/ SPRING 6063 -15 AT EACH END 18 - 2 CAM LOACK AT 12 -1/2' FROM ENDS - - 19 - 2 2 -3/e X 3/8° FOAM PAD - ADHESIVE BACK TYPICAL ANCHORS SEE ELEV. FOR SPACING •a A °• e I ° TYPICAL :4NCHDRS SEE ELEV FOR SPACING — 4 ... WOOD BUCKS NOT BY PINO WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING CTRL CT IRE. TYPICAL ANCHORS: A _ 10 SMS INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 ° MIN. PENETRATION INTO WOOD B TO LATCH THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY WITH 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY SEALANTS: - 3/16 TAPCONS (BY ELCO) OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE WITH 1 -3/8 MIN. PENETRATION INTO WOOD FRAME AND VENT CORNER SEAMS. FIXED MEETING RAIL ENDS. MUNTIN SEAMS AND INSTALLATION SCREWS SEALED WITH SEALANT. WEEPHOLES: W1 1° NOTCH AT EACH END W2 n 1 -1/2° X 3/16 WEEP HOLE AT EACH END WITH RIGID PLASTIC FLAP VALVE TYPCAL ANCHORS SEE Q EV. FOR SPACRt4 EXTERIOR APPROVED AS COMPLYING WITH THI SOUTH F O]iDA BUILDIRC CODE • _ 20 2 cwq gyp J P >:■v10C I ' R OL DIY:S.03 BU:LU.NS COOE COMPLIANCE OTFICE 4CCLYIiat( EU. � - (Lit / q •Ob DA TYPICAL ANCHORS SEE ELEV. FOR SPACING V �� 0 U .1 a C r— k drawing no. W00-21 (sheet 2 el 3 .062 1.812 1 .062 1.374 062 1.000 I .4681...J- .534 FlXED MEETING RAIL VENT TOP RAIL VENT BOTTOM RAIL .593 r -7 .822 L VENT SIDE RAIL .890 2.188 SNAP LATCH 1 .844 x -.206 L062 - �� .062 MUNT1N r 1.157 - 1 FRAME JAMB .875 .750 I-- 2.25e FRAME SILL 1.064 --.070 2.333 i FRAME TOP CORNER Engr. DR. HUUAYOUH FAR000 STRUCTUaES FLA. Pe P 16557 VENT BOTTOM CORNER MUNTIN COPINQ APP.0VED AS COMPLYING WIN SCUTH F OR CODE i ZO, 0 o i DM PHODUCQ?TROI DIY!SiON , BUILDING CODE C . AP1.M CE OFFICE ACCEP1fUSE NO cO 0419 06 THE 0 k droving no. W00 -21 sheet 3 of 3 PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 Acceptance No.:99- 0318.03 Expires:10 /10/2002 MIAMI -DADE COUNTY FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO - DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2906 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTO3t ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372-6339 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure thi1 product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:07 /01/1999 Internet aril address: postmaster ®buildinl;codennline.eont zd�• �• c' co Quintana, R.A. lan Is Q Director 1 of 3 Miami-Dade County Building Code Compliance Oft Homepuge: http : / /www.buildingcodeanline.com Southeastern Metal Manufacturing Co., Inc. ACCEPTANCE No.: 99- 0318.03 APPROVED JUL 0 1 1999 EXPIRES 10/10/2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 97- 0805.01, which was issued on December 1, 1997. I approves a 20 Gauge Galvanized Steel Storm Panels Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 Gauge Galvanized Steel Storm Panels Shutter and its co'mponents shall be constructed it strict compliance with the following documents: Drawing No. 96- 20GA0I, titled "20 Gauge Galvanized Storm Panel System ", prepared by Dole J. Kelley, P.E., dated Octobee 17, 1997, las. revision 42 dated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Produc• Control Approval and Renewal stamps with the Notice of Acceptance number and approval date b) the Miami -Dade County Product Control Division. These documents shall hereinafter be referred tc as the approved drawings. 3. LIMITATIONS threaded cones All permanent set components, included but not limited to embedded anchor bolts, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be installed in stric compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 oTthis Notice o Acceptance, clearly marked to show the components selected for the . propose( installation. 6.1.3 Any other documents required by the Building Official or the South Florida Buildin. Code (SFBC) in order to properly evaluate the installation of this system. # W. / Helmy A akar, P.E. - product Control Examiner Product Control Division 2 of 3 Southeastern Metal Manufacturing go.. Inc. 0 • ACCEPTANCE No.: 9E014.03 APPROVED • J U I 0 1 1999 EXPIRES 10/10/2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufac:turees name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requesged (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. , were it 7. A copy of this Acceptance as well as approved drawings for hnspection he job shall s�e provided to the user by the manufacturer or its distributors and shall be available at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section ,of this Acceptance• shall be cause for ¢ ermination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. altar, P.E. • Product Control Examiner Product Control Division 3 of 3 • • • �1 1]z2Y �la• COVCRAGC 9 /c' 4 5/6 0.114 0 442V 2 7n• 090 R �.. t 7 i- 1 710• Aw) ° TYPICAL 20 GA GALVANIZED PANEL 1 T II O STUD I -�-• Mw• ® ALUMINUM HEADER CHANNEL DETAIL_ i • 1 J 1/4 2.000• ANC; E C M 0.rtt1 t Mae, r 55ta1..a •• tR 101115 mos. e1•oC ewe. ••• Wok 150 t15 t*..37.15.15 awn t151f4 6 Newt M rube. t.OI MOM 1 *Oaai0.5 Wit K 1140•••• 0 aemwuK •55 sea 1-et 1ow15 tf0. LOW t0 aall•o M oso. Mawr. 6 aw.15 Prat a.0 at 115 5e traat t*eM15e Mean £DRaa..t es 5337 Pet 11e.RVM cart b 1560 - t5 • Sala *0.3715 amnia 01.11 K 5151.16 u.a.4. 4. Mein 11.11∎00Mu le sea Sr O Del tit v K Pre 555 wa C► OK IMAMS OA MM. __ aeLL et wale r MI MI e0m(.11t•. 10511371 fawlalatl.0 a . .t: 15010•..16 name wK Cann Paean COO. leflO.te • • M 105 KO1a0C IS 555 lmC 4tg•Rt1 Paw 1555 6550• qn .Ma rent • 51 N 115.015 WWII at Celle t. 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(roc's.) 871 10 0540055 12 MOORS 2.60 -•I F-- 13.00 -}- 13.00 ---}- 13.00 -4 60 + 640 4.50 4604 6.704 660 6 ./1011.1 2.00• -� f-- 13.00•--+- 13.00• -}-- 12.00• .-4 - • -4 se* Sal 1 • • • • 6.60 5.70 s.60 660 660 a7c 4 e &epees • -- 1.60 -� f•--• 13.00• - 12.00• --4- 13.00 --4-- 1100• 17.00• -1 110 Sal • • • • • • • • I • • • ▪ • • • I M i ■ 111111111111 /137(•371.. eQ5 0.17! . -A-- T 1.00 Note: R¢�+Twca6 panels 150h aGlch Dolts 2.000 - of springpl t i t mld -span secure ®PATIO SILL DETAIL NOLO ((0(150 . 1 /let Av1J Hate • aw.eH sru0 3 4 } s.60•} Saar} 5.60•} 5.60•} s.so•} 660•} 1.60 s.30 5.10 SO £10•01S 4.00 -4 I.- 13.00 - +-- 17 .00 12.00 - 1...00 -7- 1)00 -{--- 1 7.00• -4 } 5.60 Clef 650•} 6.60•} 660• 5.60•{ 050•} 5.60•} 6.60•} 6.50 - } 1.60 12 MCKI3 t STUD ANGLE SILL LAYOUT I ' 1 PRODUCT RENEWED ACCETTANCLNq - Ail 1.0 =MAIM .ATE 002. 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N.1 ./ (a9EAs. 1;`waw SI•d Srt^v tat I / 4'11' 544.0a 1.11 II 4/4'4 1/4' %eon o/xeo O'.SG.O SCIVa PAWL TO ANOr KIM ANOIOR SOK OUt( • 7•me>,en 1040. wea SYW, r EDGE OISIANCO 1 .., 1••• vet • , i. , . r.t• .0•.a •l (I/r • N•n . b '4 R ew ewe ww. .111 1 1 A. hit54fe •� - 11,00. 1 11• •0.Y pl (4/• • •/.1) U■ � .1.•••• taw •••114 ..T ••••• pt .•1 • 4/.• Got ••••• • 004=0 .•01 • It woo mamma r61 0' P.4 times .at ,"1 a:4iAf ••• p ■G=.1 tC.J• 101 KUM 000 1•1 Ia tr 42. /••0 PROM AS COMPLYING MITH 0.1 50U111 flolttA EIIRO0.G CON � 051 ° �= : _ 19� er P0'. t ROL OmmIS.0R w BUTIOIRO CO01 COMPLURCI 011101 ACCLr1ARu nD 41 - ARM") I 44O0f 10 440 STUDDED ANGLF / TOP & BOTTOM MOUNT SYSTEM N.T.S now A r •*• ••••• ••1 •••• ••$4 M /. y55014W . M 14 S 2OG t I rL WO WM 91917.11 10 2 of 2 -1061. 'n • s • SEMCO STORM PANEL FACTS o The Galvanized Steel Storm Panel Hurricane Total Envelope Protection System is building code listed by Metro Dade County Fluids. U.S.A. Tested by one of the toughest construction standards worldwide. Wind and hurricane storm panel protection is mandatory in Dade. Ekoward and Palm Beach counties and is also building code recognized nationwide. particularly in coastal or high wind regions. • Regular carpenter tools listed in the installation instructions are all that you need for Do- It- Yourself Storm Panel Aliplie ttions. D • Our storm panels system has been tested with a variety of alternate fastening hardware for both concrete, masonry. sauce*, block or wood frame application. • J) Tapcon screws into concrete masonry. 2) Lag screws into wood framing and 3) Sidewalk or hex head bolts secured by a tamp -in masonry or concrete anchors arc all typical examples of different corrosion resistant fastener hardware combinations that are all coda approved for bolt storm panel mounting systems. • The detailed installation instruction pamphlets are available in English and Spanish. They provide easy to follow. step by step instructions. The bilingual material selection guide located in the installation pamphlets will provide available size and quantity takeoff information nom-nary to confirm your materials. o Our system utilizes standardized 44 ". 56 ". 68 ". and 86" panel lengths to provide hurricane high wind and impact protection for most typical sized window and door openings. • The stitch bolt secures panels together and is located at panel midspan and provides excellent impact protection without unsightly side mounting hardware. This secures both panel layers together. • The direct mount application is ideal for round or bay window angle panel applications and is also the most economical approved system available. • When pre- drilling for tamp-in anchors and accidentally break into an open cell of the concrete block, the expansion tamp in anchor may still be installed utilizing this special tool (Kline expansion anchor setting device). This device does not require impact setting. • A 1:8" pilot hole for wood frame construction or 1/8" pilot followed up by a 'A" hole for masonry construction. Expansicn anchors are typically drilled to a maximum depth of between 1 "- 1-t /8" penetration with the concrete dust blown out of the fastener hole to seat the anchor properly. • When installing storm panel sections the next corresponding panel is to lap over not under the normal left to right applications • The product placement form, located in the detailed installation pamphlet. will record the number of labeled or numbered panels required for each opening by its specific intended location. • Storm panels and mounting hardware can be painted provided suitable metal coating paint primer is first applied. Typical paint may match the trim or wall color to accent and conceal mounting hardware. See your paint specialist, different types of paint tend to require special attention. • • A minimum 2" edge distance for concrete or masonry opening or n." edge distance for wood frame openings are required to insure correct fastener edge clearance o Storm panels provide hurricane protection without lapping past the window opening. o A wing nut driver tool is available for both screw gun and hand ratchet screw driver. o To meet building code standards, after the initial mounting hardware is applied, storm panel systems are designed to be installed without the use of special power tools. o In areas where storm panels are required by building code and also for existing buildings constructed in code required regions. typical mortgage insurance premiums arc sufficiently reduced when the application of approved storm panel protection is provided. • The tested wind speed rating for the SEMCO Storm Panel Systems is approximately 140 M.P.H. This exceeds the average building code rcquirernmu of 110 M.P.H. wind born water and flying debris protection. • Approved fasteners for proper installation are critical to confirm building code requirements. • Furring is a means of adding a spacer to iet out away from the wall or glass of a window. • Proper care in storing and handling panels is essential. Panels not being immediately installed MUST BE KEPT DRY. Ideally, panels should be stored in an indoor area. If indoor storage is not available, extreme caution should be taken in order to prevent moisture penetration of the stack(s) by rein. snowfall or condensation. Whether storing indorses or outdoors. the panel stack(s) should be stored off of the ground on wooden blocks, with one end sightly elevated. A loose canvas tarp or waterproof paper should be placed over then stack(s) but never tightly secured to the ground in order to allow proper airflow to occur. Plastic tarps should never be used. The plastic will only create and hold condensation. i • The 20 Gauge Galvanized Steel Storm Panel System was tested at 4-71.5 PSF and —55.0 PSF and with a maximum of impact deflection 2 -5/3 ". Deflection is the minimum clearance required from window to the panel. Wind forces are defined at pounds per square foot in pressure and vary with height and location of the building. • SEMCO maintains a toll free technical support Hot Line 1 -800- 737 -7327 or I- 800 -SE -SPECS with a team of qualified technicians. Monday through Friday. 8:00 am to 5:00 pm EST. Providing information on building permitting. custom lengths. special applications and general' How To" information. Building permitting forms are available where storm panels are purchased. 5/25/9' , • Date Name Building Official 112. I' Ali:._ ._Al • Name of Municipality RE: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Sir : We are the authorized distributor of the Dade County Notice of Acceptance Holder for 20 GA. SINGLE STORM PLY SYSTEM under the 97- 0805.01 . This letter authorizes to use our Installer 20 GA. SINGLE STORM PLY SYSTEM approved under number 27. to be used at the following job: Print Name and Title Name Of Owner Jobsite Address .:cam ! • , • SoUthevtens Metals Manifactolng Co., Inc. 11801 Industry MISS • P.O. Boat 26347 Jacksonville. Thud. 32218 1(800)342-1279 FL WATS • 1(800)8744335 NAT. WATS • (904)757.4200 Acceptance Holder I, ._,_",, .„ MIAMI CIrQJCT CONTROL NOTIICE OF ACCEPTANCE Q'ino- Windows Corporation 6860 N.W. 75 Sta Medley ,IFCL 33166 The expense of such testing will be incurred by the manufacturer. APPROVED: 0fl /04/21N)ll IAAUAIMII - DADNE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE FF!CE METRO -DAI)E FLAGI.ER BUILDING 140 WEST FLAGI.ER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -15b3 (3051 375-2901 FAX (305) 375 -2903 CONTRACTOR TO a.ac t :NsiNc sE raoN (305) 375.2527 FAX (305) 375 -2553 CONTRACTOR ENFORCEMENT MV'ONOQDN (305) 375 -2966 FAX :305) 375 -290S Your application for Notice of Acceptance (NOA) of: Series 3033 Allua aianann Horr5zonn1all Spidiag Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material hails to meet the requirements of the South Florida Building Code. t'RODUCT CONTROO.ODOvOSI1DN (305) 395 -1902 FAX (305) 392 -6339 • ACCEPTANCE NO.: 00-U 1107.02 EXPIRES: 011/0- 8/2006 Raul Rodriguez Chief Product Control Didision THIS 115 THE COVERSHEJ T, SEE ADDITIONAL PAGES FOR SPECII FIC AND GENERAL CONDITIONS BUILDING CODE Ss PRODUCT REVIEW COfe1MtTT[Eh This application for Product Approval has been reviewed by the BCCO and approved by the 31uiidine Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana. R.A. Director Miami -Dade County Building Code Compliance Office \ s045000I \pc2000 \ \templates\notice acceptance cover page.doe interne[ mail address: postmester@buildingcodeonline .coon t-lomepage: http : / /www.QDauitdingcodeonline.com • Pino'Windows Corpora /ion ACCEPTANCE No.: 00- 41107.02 2 APPROVED EXPIRES a JAN U)Ji NOTITCCE OF ACCEPTANCE: SPECIFIC CONDITQONS R. SCOPE 11.11 This approves an aluminum horizontal sliding window, as described in Section 2 of tl3is Notice Acceptance, designed to comply with the South Florida Building Code (SFBC), 11994 Edition f Miami-Dade County, for the locations where the pressure requirements, as determined by SF Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIIPTTIION 2.11 The Series 30 0 Aluminum Horizontal Sliding Window and its con ponents shall be ccnatructed in strict compliance with the following documents: Drawing No W06-47, titled "Series •300 Alum. II-loriz. Sliding Window" Sheets l through 8 of 8, prepared by Al- Farooq Co. p ., dated 110/27/00, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Cont 'ri i approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the apps tved drawings. 3. ILIIi IITATIIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see "Design Lo d Capacity" tables corresponding to each glass thickness, sill height and anchor option, as shown in approved drawings. 4. IINSTAILILATIION 4.11 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. ILA I: ELIING 5.11 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved". 5. rc €UIILDIINO PE' Rifirll REQUII'"EiMENTS 5.1 Application for building permit shall be accompanied by copies of the following: c.11.11 This Notice of Acceptance 5.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 5.1.3 Any other documents required by the Building Official or the South Florida Building Code (SF I: C) in order to properly evaluate the installation of this system. Man •el Perez, P.E. Product Prod ontrol Division JAN e42001 C Examiner Pine Windows COT oration ACCEPTANCE No.: 00- 1107.02 NOTIICE APPROVED 9. This Notice of Acceptance consists of pages 1, 2 and this Is ,. age JAN 0 4 2001 EXPIRES : JAN 0 4 2006 F ACCEPTANCE: STANDARD CONDITIONS Il. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; 1) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the fling of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. O. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Manuel 'erez, P.E. Product Control xaminer Product rol Division END S F THIS ACCEPTANCE 3 T YPICAL ANCI(DRS SEE ELEVS. (S ANCHOR NOTES TYPIrA1 AUCIg1RS SEE I I I vS. AND ANCItDS NOTES METAL STRUC.TURE \ • I /8' MIN. THICKNESS • `;•I,AN9)AI:I) - :11.1. u g IC IS B) W3 WI 4 TYPICAL ANCHORS SEE ELEVS. (1 *ACHIIR COTES l TYPICAL ANCHORS SEE ELEvS. L ANCHOR NOTES ITT CR 2DY [MOOD DUCKS ' CO E. ® 1 i1 L TYPICAL CHINS AY./ SEE ELEV. FOR SPAC!'T HT sLRA 1 TYOR 2 WOOD euCK ci ze ff "DIE ; I . THIS S1RUCTURE IS DESIGNED AC PER l t t t . U./LAN L t URILM BLRLD:NC CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WD00 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHO(7N ON DETAILS. ANCHOR EL'CED»ENT TO BASE MATERIAL SIIAt I. BE BEYOND LVALL DRESSING OR STUCCO. 'YPICAI_Jl,NCIIORS: SEE ELEVS. FOR SPACING ,3/16 OR 1/4 TAPCONS INTO 28Y WOOD BUCKS OR Wool STRUCTURE I t /4° MIN. PENETRATION INTO :YO00 THRU 113( WOOD BUCKS INTO try ;ONRY OR DiRLCTLY INTO MASONRY t —1/4" LAIN. EMBED INTO MASONRY ,ATTACHMENT TO NU 1 LAdO OR M�FTAL STRUCTURES A) t4A SHIMSA USE #+IO SUS AND CHARTS FOR 1/4 TAPCONS 8) 1/4° SHLR1 SPACE USE 3/16 TEKS AND CHARTS FOR 3/16' TAPCONS USE 1/4 TEKS AND CHARTS FOR 1/4 TAPCONS SEALANTS: ALL FRAME AND VENT CORNERS, INSTALLATION SCREwS AND COTTOM OF FINED MEETING RASL SEALED WITH CLEAR /ALUM COLORED SEALANT. 6u IyOLES; UT 0 (1 -7/8 X 5/161 ATe AND 25 FROM ENDS W2 c (1/4 X 21 AT M :DPONNT OF TRACK W3 a (7/6 X 3/8 ° ) AT 3 -1/2 FROM EACH END PION IMPACT RESISTANT WINDOWS DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS GE011:RED FOR ALL INSTALLATIONS. AoRzSNE ETCC:=G COMD ROLL FORMED AURA GLAZING BEAD t -ANN. MASS 211r GLASS 1/4° ANN. CLASS MEMO CODE OFFICE ACCEPTANCE TAP 6/. Odo a GV v so nig 6 a r`S MI 6 a J a sheet T of 8 ilESIGN LOAD CAPACITY - PSF (En on 05 SI7.P:SI !U lt(1RS WIT STANDARD 692. 1�'INnOTr DIMS. o\ 5171.:•I 5/10' TAPCONS A DSD - ANN. CLASS INCHES ra.Dri4 y.ENUO DIEHES DO. Lej tF7Y. ( -) 24 4 53.3 66.7 33 35.0 56.7 53.3 65.7 48 24 66.7 53.3 66.7 60 65.0 8 53.3 66.7 72 65 0 66 7 53.3 66.7 24 65.0 66.7 .. . 53.3 65.7 33 65 0 66.7 53.3 - 66.7 45 36 IW 53.3 66.7 GO 65.0 66.7 ... , 60 53.3 - 66 4 .. - 72 72 5 53.3 54.6 24 a 53.3 65.7 33 40 ;o l 53.3 65.7 43 6 G 53.3 61.3 24 a 64.3 53.3 66.7 36 4 43.7 43.7 65.4 19 -1/8 4 53.3 66.7 26 -1/2 4 53.3 66.7 37 26 65.0 53.3 66.7 53-1/0 65.0 53.3 66.7 74 65.0 53.3 66.7 19 -1/0 4 G5 : 0 53.3 53.3 26 -1/2 26- 1/2 a I _ 53.3 _ _ .. 66.7 37 -3 /0 53.3 65.7 53 -1/0 4 -. ; 53.3 66.7 19 -1 /0 6 65.0 53.3 66.7 26- 1/2 0 O . 0) 65.0 53.3 66.7 37 -5 /e 66.7 .. 53.3 66.7 53 -1/0 64.7 53 -T /0 52.5 52.5 19 -1 /13 19 -1/0 4 53.3 667 26 -1/2 63 oio 50.4 66.7_ 37 37 _ _ 35.7 59.3 ni:SiGs 1.041) 1'AI'A4 TIT • 8150118% 81111 I'E Itn III( III III :•III. o\ 5171.:•I :1/1 lA1'rnNS WINDOW DIMS. 11S0 - ANN I;IASS DIEHES . 4 MOTH HEt6111 EXT. ( *Fr um. ( -•) 24 35.0 56.7 39 65.0 66.7 40 24 65.0 66 7 . ISO 65 0 66 7 72 65.0 66.7 .. . 24 65 0 66.7 33 .65.0 - 66.7 .. .1 35 65.0 66.7 ... , 60 64.0 66.7 • 72 55 A 55.9 24 a 65.0 65 7 36 48 a G5.0 66 7 48 6 61.2 62.3 24 a 64.3 66.7 36 60 4 43.7 66 7 19 -1/8 65.0 66.7 26 -1/2 _ 65.0 66.7 37 26 65.0 66.7 53-1/0 65.0 64.7 _ 74 65.0 66.7 19 -I /0 4 G5 : 0 66.7 26 -1/2 a 650 66.7 33 - - 3/3 - 37 4 -. 65.0 66 7 ...... 53- I/O 6 65.0 66.7 19 -1 /0 0 O . 0) 65.0 65.7 26 -1/2 50- 5/8 65.0 .- 66.7 .. 37 65.0 64.7 53 -T /0 52.5 52.5 19 -1/0 4 65.0 66 2G -1/2 63 4 50.4 66.1 37 4 36.7 - 59.6 D.L. CPS. rn IA a 80 3/4 I !TINY 41TOTIN 23 1/2 53 1/5° Yim:DOW WIDTH (2) ANCHORS • D MIS STILE END; A r 4 CAI 11'. X H 18' MAX. L J ® 23 1/2 SURFACE APPLIED MUNTtesS AVG. SPAS;1 4 � � D QPC ,. - 0P1tOP1AL TYPICAL ELEVATION TESTED UNBT GLASS TROTHS TO BE EQUAL ON 6OV1NG AND FIXED I.ITES 9 MAX. TYP. AY KEAO /SiLI COR4ERS LATCHES. FOR VDV. HT. UP I)) V) -5 / 011E LA11.11 AT 1110SPAN SF 'r (M ) ( FDR vDW. HT. HUPE THAN 50 - /5 T1/0 LATCHES ONE AT 14' r'111174 807 105 Al 10' FRITH 11)P STD. FIX. MTG. RAI 1/4' SI B TOP (j6OlToM EXTERIOR VINDDH WIDTH _ ..._. ).Q LAXQUT OX OPPOSITE 14 ) TYPICAL ANCHORS SEE Div. 6 ANCHOR NOTES A 50. 07 ANCHORS PER HEAD /SILL .7: OR. KU`IIAYOUN rAR0ou slRucTURr.S VIA. PE ® 16857 APCRII\7 U Al COVr LY1NG 641T11 TI IT So.1111 I 411RIUA rani CMG CCOM arid 4 2000 DAIL ,,,4,4444.11 nY PPPlfl 1 r CM ROI DIVISION WOOD BUCYS NOT BY PING WINDOWS. MUST SUSTAIN L_ LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER RI 1ILL8NI COOS COMPLIANCE OFFICE DIEM TO THE BUILDING STRUCTURE. ACCI.PIAr10E P:I) ( n _ r • 1 u 3 n z Z h O �. Y an m CC • • ac - O tn . ®� I Z LT! 1 ° 6 o O OO . J � an • _ a a � g drnwinq no. X100 -47 C ahoot 2 of B - D;zS G11 LOAD CAPACITY - PS7 (NO OR 02 SI7.2S) 8C140OWS WI?N STANDARD SILL C1[14DOTY DIMS. 3.CKES A G/16 BAPCONS 0/4 TAPCO1S 3/16 -ANN. GLASS + 1/4 ° -ANN. GLASS 3/E3 "-ANN. GLASS I/4 ° -A414. G9ASg 9 NE922 l Free (a) `•' (-) ER T. (4) 1NY. ( -) Elti. (4) MY. ( -) M. (4) 1147. ( -) xn33 . 24 0 55.9 1214 99.3 179.3 59.3 121.4 53.3 179.3 53.3 121.4 59.3 177.3 ° 53.3 121.4 53.3 170.3 53.3 121.4 53.3 177.3 53.3 121.4 53.3 179.3 6 53.3 121.4 53.3 159.8 ( 53.3 121.4 53.3 179.3 0 93.3 121.4 9 53.3 133.0 I 53.3 121.4 + 53.3 179.3 l %4VOK 30 4 53.3 121.4 53.3 177.3 53.3 121.4 53.3 59.3 179.9 179.3 157.2 143.7 139.7 -1 4 53.3 •40.2 53.3 118.2 53.3 121.4 ` 8 53.3 118.2 33.3 118.2 I 53.3 121.4 53.3 0 I 03.3 •100.4 i 33.3 108.4 i 53.3 121.4 - 53.3 53.3 0 33.3 8! 7 93.3 08.7 53.3 101.0 84 33 49 30 72 Po N O d P � C�V W d al r 40 I _ I 69 i 0 1 53.9 121.4 53.3 133.0 53.3 .121.4 59.3 179.3 4 I 53.3 68.7 53.3 89.7 53.3 121.4 53.3 120.0 0 53.3 90.7 ; 53.3 06.7 33.3 104.3 53.3 104.0 0 53.3 79.6 j 53.3 79.8 1 53.3 (aa.® 53.3 91.5 6 4 1 5 3 . 3 _ T 53.3 56.5 108.4 I 59.3 1 - 53.3 66.5 108.4 53.9 59.3 7 3 . 0 121.4 ± 53.3 03.®_ 139.7 53.3 4 53.3 70.9 53.3 70.9 I 53.3 98.6 53.3 96.6 �� � 59.3 53.3 70.9 j 53.3 70.9 53.3 78.6 53.3 76.0 63.8 .53.3 63.6 53.3 07.1 53.3 67.0 G 53.3 53.2 53.3 53.2 I 53.3 56.9 53.3 50.6 19 -1/0- 23 -1/2 37 33 -I /0 74 I 29 4 53.3 121.4 53.3 179.3 53.3 121.4 I 53.3 179.3 4 33.3 121.4 1 53.9 179.3 53.3 121.4 I 59.3 179.3 4 53.3 121.4 53.3 159.9 I 53.3 121.4 53.3 179.3 I 6 53.3 121.4 53.3 159.3 53.3 121.4 53.3 170.3 0 59.9 119.5 53.3 119.5 53.3 121.4 53.3 179.3 10 -1/9 23 -1/2 37 53 -1 /0 74 33 -3/0 4 59.3 121.4 53.3 170.3 53.9 121.4 53.3 179.3 4 } 59.3 121.4 53.3 159.7 53.3 121.4 53.3 179.3 4 1 53.3 107.9 53.3 107.0 53.9 121.4 53.3 169.1 0 i 53.3 107.9 53.3 107.0 I 53.3 121.4 59.3 135.9 53.9 80.9 j 53.3 30.9 53.3 91.3 I 53.3 123..1 19 -1/0 28 37 53 -I /0 74 50 -5/0 53.3 . 121.4 53.3 150.2 53.3 • 121.4 53.3 179.3 4 53.3 114.2 53.3 114.2 53.3 121.4 53.3 155.3 1 4 53.3 91.0 53.3 01.0 53.3 110.3 53.3 119.3 0 53.9 31.0 53.3 81.8 53.3 91.3 53.3 91.3 0 53.3 01.3 . 53.3 31.3 53.3 69.7 53.3 70.2 19 -1 /8 26 -1 /2 I 37 53 -I /0 1 74 63 4 53.3 •121.4 53.3 127.2 53.3 121.4 I 53.9 162.7 4 53.3 01.0 53.3 01.0 53.3 121.2 53.3 121.2 53.3 05.7 1 53.3 G5.7 53.3 01.1 53.3 91.1 69.6 53.3 65.7 53.3 05.7 53.3 03.6 1 59.3 G 92.4 49.3 59.3 49.9 52.4 52.4 I 53 3 55.0 i 74° TYPICALMWMI TESTED UXY? CLASS WIDTHS TO BE rOUAL a • XB FIXED LITES ( ) TOP ()BOTTOM . EXTERIOR FfINDIIN l!IDTH ./,9XOUT Oft OPPOSITE 5° tom. 772. A7 IAD /ELL CCZ<ZRS n SURPACE APPLIED MA TINS O?T1IIXAL LA? Se FEN bob. NT. LP YO 90 - 5/0' CXE LATCH AT 149052Aa CT vEXT TO VDU. 14?. Kan1 THAN 30 - 5/9' THD LATCHES DE AT 14' PREP C077OP AT 10' 790;4 TO? TvPICAL AXCKOOS SEE ELEV. 0 A431t87 1407 A s a0. CT A1CKORS PER KTAO /Sxl Err. OR. HU&AYOIPI rARO00 STRUCTURES FLA. PE ® 16557 DEC 1 4 2000 ApPRO 3D AS CU1 Piyt , 031)4 Be SOUTH FLORIDA SIAM%, C DATE _if 4.1.14 BY PROD C . CON r1LO: D;MIS= 6ufLO NG COCI CO'1P11At10E OfreCl ACCEPTANCE NO 0 110 .02 IT U'. � i ri 1 ® n • • 2 04 Q el 1 cn a 8 ®' at cv 5 en • ni r : 2 an i w ing - 1. 1 z d e3 tn (Dona z droetring no. WOO-47 sheet 3 of Q ,e }Ica 2 8 4 35.0 929.4 65.0 979.3 65.0 921.4 65.0 9'73.3 4 89.0 129.4 35.0 177.3 I G5.0 121.4 30.3 979.3 24 0 65.0 929.4 85.0 977.3 05.0 121.4 65.0 179.3 6 65.0 929.4 65.0 959.6 65.0 021.4 G5.0 179.5 6 65.0 921.4 65.0 133.0 J 65.0 921.0 I 05.0 079.3 Ga 95° M.AJz. A 6. 5 P.0049 7) D.L. OPG. , - - r 9 Pcaa� rsa a 07N 37 1/4° VIM G, 34 S /0° (7.L. . 0 I,: - . 09 eo OI I - 0 0 II iI I ' I9 II 1 p 1 Iy. / oe I oI /, Io e. -__ / =_ =_ = =- . = 2 /90 OR 1/4 3/10 OR 9/4 1. GLASS 8994. GLASS -.:=1-Sr CIS. -_-_-_4.F.. . II ' j II '1 II II I TESTED UXIY GLASS WIDTHS TO BE EQUAL CY EO'XG AND FINED LITES H.D. FIN. MTG. RAIL 1201 1( , 19 - ZOTTOM EXTER OR b11II'llb VIOTH 02 OPPOSITE i1 74 1 0 LI &. SIZE I£FaS A? 4 O.C. TV. 0.L. 026. . YY. AT KZAD /SP.L CC XE*TS LATCNZS. P00 VDV. HT. Li? TO 50 -5 /0' CNE LATCH AT GIDS?= CT VENT P! b614. HY. Kr= THAN 50 -5/8' TVO LATCHES TINE AT 14' mum COTTON 'a AT ►O' GRON TOP D.1. OPG__ :i w 0/4' SHIN _ SU2TACE APPLIED NUNTINS 07TIONAL TYPICAL ANCHII2S SEE ELEV. 6 A-0O33 NOTE TONDO@ D2CSS. 126K15 A 3/23° -ANN. GLASS 24 30 40 33 72 4 8 a 0 WOOD BUCKS NOT BY PING WINDOWS, MUST SUSTAIN LOADS IMPOSED SY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. DESIGN BRAD CAPACITY - PSF (20 03 03 sins) WINOO8S C4IT11 NI - 21SE SILL 65.0 65.0 S /lu" TAPCONS i/4" - ANN. GLASS 13 s. ( -) ¢ (4. MdT. ( -) Q ENT. (+) IN ?. ( II ExT. (o) 121.4 35.0 195.2 35.0 35_0 115.2 85.0 35.0 900.4 35.0 65.0 e6 03.0 A = NO. OT =HOPS PER HEAD /S0.L 177. 913.2 I 65.0 990.2 05.0 906.4 65.0 08.7 65.0 OP. Kuittmvua aROao STITUCTU &ES To.. PE 0 13557 UEC 1 4 29110 1/4" TAPCONS 3/16° - ANN. GLASS a /4° - ANN. GLASS 121.4 121.4 121.4 101.0 24 23 80 72 24 36 40 GO 72 10 -1 /G 26 -1/2 37 53 -1/0 74 19 -1/0 26 -1/2 37 53 -1/0 74 19 -1/0 26 -1/2 37 53 -1/0 74 65.0 • 121.4 65.0 01.0 35.0 35.7 65.0 108.4 939.3 959.3 119.5 179.3 65.0 104.3 65.0 69.0 65.0 73.0 65.0 121.4 65.0 03.3 65.0 78.3 65.0 67.1 53.0 65.0 65.0 35.0 65.0 65.0 65.0 121.4 121.4 121.4 121.4 121.4 121.4 63.0 53.2 179.3 65.0 35.0 65.0 65.0 65.0 65.0 35.0 179.3 G5.0 110.3 35.0 91.3 65.0 70.2 69.0 09.5 105.4 65.0 70.9 121.4 121.4 107.9 107.9 80.8 121.4 65.7 65.0 40.3 52.4 979.3 65.0 020.0 55.0 104.8 35.0 91.5 65.0 83.6 65.0 139.7 65.0 08.6 35.0 76.5 65.0 67.1 59.9 59.0 65.0 179.3 35.0 173.3 65.0 170.3 G5.0 179.3 65.0 070.3 65.0 079.3 G5.0 179.3 05.0 160.1 65.0 135.0 65.0 123.1 65.0 179.3 65.0 155.3 162.7 121.2 91.1 19 -1 /0 26 -9/2 37 53 -1/0 74 40 60 20 4 4 6 6 6 4 4 4 G 30 -3/0 50 -5/0 03 4 4 a 3 6 85.0 G5.0 85.0 65.0 6 4 4 4 3 6 4 4 65.0 35.0 65.0 53.9 65.0 65.0 05.0 69.0 65.0 65.0 65.0 G5.0 65.0 6 65.0 0 4 929.4 70.9 63.8 53.2 020.4 121.4 121.4 110.5 120.4 65.0 65.0 65.0 4 65.0 G G5.0 114.2 61.0 01.0 01.3 65.0 121.4 35.0 121.4 67.0 55.0 G5 0 G5.0 05.0 65.0 35.0 G5.0 35.0 65.0 60.6 G5.0 IN?. ( - 179.3 157.2 943.7 959.7 APPROVED AS CO!s'.PLYITI6 t m 70(2 SOUTH F 031DA 0U2O 2 0082 DAT& i / ZO01 DY PIOOD�d1301 DIVISION( 6UiiO:NG CODE CG309141ICE OFFIC3 ACCEPTANCE NO _/107. }3' b g WO - 47 1 sheet 4 00 a I- b DESIGN LOAD CAPACITY - PSF (TOX SIZES) E71ND0C7S 17176 STANDARD SILL WINDOW DIMS. INCHES A 3/13° TAPCONS 1 /4" TAPCONS 3/ le-ANN. GLASS 1/4 -ANN. GLASS 3/16 -ANN. GLASS I/4"-ANN. GLASS W :DTM HEtCHT EXT. (a) INT. ( -) EXT. (a) INT. ( -) Ext. (a) INT. (-) EXT. (a) INT. (-) 72 04 03 103 111 24 7 53.3 121.4 53.3 155.2 53.3 121.4 53.3 179.3 0 53.3 121.4 53.3 152.0 53.3 111.4 53.3 179.3 179.3 165.5 0 53.3 121.4 53.3 133.0 59.3 121.4 53.3 0 53.3 112.1 53.3 110.2 53.3 112.1 53.3 0 53.3 103.6 53.9 115.0 53.3 103.0 53.3 160.7 72 04 E3 100 111 36 7 59.3 103.4 53,3 103.4 53.3 103.2 53.3 146.4 0 53.3 09.5 59.3 101.3 53.3 69.5 53.3 132.2 0 . 53.9 77.3 53.3 00.7 53.3 77.3 53.3 53.3 114.2 100.0 0 59.3 80.1 53.3 70.0 53.3 68.1 0 53.3 68.1 53.3 76.7 53.3 66.1 53.3 97.7 72 84 93 103 III 48 . 7 53.3 76.2 53.3 77.3 53.3 76.2 53.3 93.1 0 53.3 84.2 53.3 76.0 53.3 64.2 53.3 83.4 0 53.9 55.5 53.3 66.5 53.3 55.5 53.3 82.1 0 48.9 40.9 53.3 59.1 48.9 40.9 53.3 72.2 0 47.4 47.4 59.3 57.5 47.4 47.4 53.3 70.1 72 04 93 100 111 60 7 53.3 59.4 53.3 62.1 53.3 59.4 53.3 66.9 0 50.1 50.1 53.3 60.8 50.1 50. 53.3 62.0 0 43.3 43.3 53.3 53.2 43.3 43.3 53.3 57.6 0 30.1 38.1 53.3 47.3 38.1 39.1 53.3 54.0 6 37.0 37.0 53.3 43.0 37.0 37.0 53.3 54.1 74 103 -1/4 111 26 7 53.3 121.4 53.3 139.4 53.3 121.4 53.3 179.3 0 53.3 103.0 53.3 110.0 53.3 103.0 53.3 152.1 0 53.3 90.2 53.3 103.2 53.3 00.2 53.3 145.1 74 106 - 1/4 111 38 -3/0 7 53.3 04.4 53.3 94.4 53.3 95.5 53.3 130.3 8 53.3 64.3 53.3 75.2 53.3 -- 64.3 53.3 95.0__ 90.6 0 53.3 61.3 53.3 71.9 53.3 61.3 53.3 74 105- 1 /4 111 50 -5/8 7 53.3 69.6 53.3 71.6 53.3 69.6 53.3 84.9 r 46.0 46.0 53.3 57.0 46.8 46.8 44.7 53.3 53.3 69.3 44.7 44.7 53.3 54.5 44.7 66.1 74 103 -1/4 111 03 7 53.3 54.6 53.3 57.5 53.3 54.6 36.0 53.3 - 51.0 62.9 51.0 0 33.0 36.0 51.0 45. 36.0 0 35.1 35.1 50.0 43.0 35.1 35.1 50.0 50.0 24') 1 0T 03 2 GT W000 GUCCI 27 1/2 VENT C110YHtDYN 24 I/O" O.L. 01 11 3/10° ANA. CLASS 0.l (2) ANCHORS 0 LTG. STILE ENDS AT 4 0.0. T .� Vt (20 1 ^C HEAD /SILL 23° VAX. 43 HEAD /SILL D.L. OPG. TYPIOAt, ELCVATIOi' TESTED UNIT CLASS WIDTH OF FIXED LITE $1/2 OF WINDOW WIDTH H.D. FIX. MTG. RAIL LATCHES. 7132 vLIV. HT. 1.17 TO 50 -5/6' ONE LATCH AT NIDSPN 0T VENT FOR VDv. HT. IMRE THAN 50 -5/8' Tv0 LATCHES CXI AT 14' F304 COTTON ^'£ AT 10' FROM TOP X02(1l.A,XM EXTERIOR 27 1/2 VENT WIDTH 24 1/8 U.L OPG. 1, u II 3/33° ANN. GLASS 5 M_AIC. TY9. AT HFA9 /9'LL CC -.%z s SURFACE APPLIED RUNT INS OPTIONAL 0.1. OPO. 1/4' SHIN MAX. a TYPICAL A4CHOSS SEE ELEV. 6 ANCH02 NOTES a 4 a , A = HO. OF ANCHORS PER HEAD /SILL Engr: DA. HU:AYOUN FAR000 STRUCTURES FLA PE 8 16557 000 APPROVED AS CO1PLYIN,G NTH YKI SOUTH ORIDA U1ALDIN : CODE E U - BY ✓,, . L . - ',d' PROD - CT • (TROL DIVISION Dun DING CODE COMPLIANCE O7FtCPc ACCEPTAUCE NO 69 7. 02. S z g drawing no. W00-47 ( sheet 5 ' 8 I 07.6 L.0AD CA ?ACiTY - PST t9tN008S wiTZ1 c3 12153 3/16 TAPro;ds T (2011 s1ZF.S) i SILL 9 9/4 7APC014S P v wiNDOW DDSS. =KS S A S /9G ° -Ar30. GLASS ! 9 /4° - ANN. GLASS 3/18 A111;. Era. (a) GLASS 1909. (-) 9/4 -ACS 627. (0) 1. GLASS 9344. (-.);� EV110 1h 3:£19,549 Q17. (0) 9F�ti. (-) l c0(7. (0) acrr (-) , P38g= 24 7 62.0 920.6 [ 62.0 155.2 1 62.0 129.4 . 32.0 179.3 0 i I 82.0 921.4 82.0 152.0 I 02.0 111.4 32.0 990.3 0 ! 32.0 921.4 62.0 933.0 G2.0 121.4 G2.0 179.3 0 62.0 912.1 62.0 116.2 62.0 112.1 62.0 165.5 0 32.0 908.6 I 62.0 115.0 62.0 103. 62.0 160.7 72 60 33 163 199 33 7 62.0 003.4 02.0 103.4 62.0 105.2 62.0 146.4 0 02.0 I 09.5 62.0 101.3 62.0 60.5 62.0 132.2 ' 0 02.0 77.3 62.0 E0.? 62.0 77.3 60.1 G2.0 02.0 914.2 108.3 0 1 32.0 • 33. / 02.0 70. 32.0 0 1 62.0 32.0 33.0 70.2 j 62.0 32.0 t 74.Y ' 62.0 77.0 02.0 33.1 73.2 82.0 j 02.0 32.0 97.7 93.9 C3.4 P O 8 g a 40 0 02.0 04.2 32.0 73.0 62.0 04.2 0 55.5 55.5 32.0 00.5 55.5 55.5 62.0 32.1 . 0 40.9 46.9 02.0 59.9 46.0 46.0 62.0 72.2 0 47.4 47.4 i 02.0 57.5 oo I 47.4 47.4 62.0 70.1 72 64 03 103 I91 30 7 { 59.4 59.4 { 82.0 82.1 i 59.4 59.4 G2.0 69.3 6 50.1 50.1 1 62.0 00.6 50.1 50.1 62.0 62.0 0 43.3 43.3 57.3 dd 53.2 43.3 43.3 57.6 57.6 0 39.9 33.1 • .54.0 47.3 38.1 39.1 54.3 54.6 6 37.0 37.0 54.1 46.0 I 37.0 37.0 54.1 54.1 74 103-1/4 111 20 7 32.0 921.4 62.0 130.6 ; 62.0 121.4 G2.0 170.3 0 32.0 103.0' 62.0 110.9 62.0 103.0 62.0 152.1 0 62.0 90.2 62.0 103.2 I 02.0 90.2 62.0 945..9 74 103 -1/4 III 30 -3/0 7 62.0 04.4 02.0 ttt 94.4 02.0 95.5 02.0 130.3 0 G2.0 34.3 62.0 75.2 02.0 64.3 32.0 95.0 0 01.3 31.3 62.0 71.0 I 31.3 61.3 62.0 90.0 74 103 -1/4 119 50 -5/0 7 { 62.0 69.3 32.0 71.0 62.0 69.6 G2.0 34.0 0 46.0 43.8 32.0 57.0 46.0 43.0 62.0 60.3 0 44.7 44.7 62.0 54.5 44.7 44.7 62.0 63.1 74 103-1/4 111 33 7 54.6 54.6 62.0 57.5 54.6 54.3 1 02.0 62.0 0 33. 33.0 51.0 45.0 33.0 . 33.0 51.0 51.0 0 35.1 35.1 , 50.0 43.0 35.1 35.1 50.0 50.0 9 G7 63 2 CV 3030006 0 1� Q3.)( 27 1/2 V 67.Drvl 24 1/0 0.1. 1376. H.0. 096. 17 64A33. KZAD /5911 (D) FM. MTG. RAIL l' 999 t:wTc =1 r � It 53° 10 c6OTTOO 27 1 /2° VIM 1"31)791 24 1/8° O.L. RP?-. ir_n_Lan1.019.21 TESTED U aT GLASS WIDTH OT FI2 D 0 LITE W2 OF WikDOW WIDTI9 _ SulTACE APPLIED ra3.1Y145 OPTIOXAL L AIC C6$. FQ32 1/0S. 14?. LI? TO 50 -5/9' 0346 LATCH AT 3-30SPA33 OT VE04T FILE 11331. 947. 0 .'Z THAN 50 -5/0' TVG LATCHES f)2 AT 14° FRO11 33)77024 AT 10' 12034 TO? 111149031 3119D4 EXTERIOR 1/4' $141 raft. TYPICAL 4146346$ $66 61611. 6 mum DaricS i c e © o • A = KO. 07 AX61•65 POI KZAD /S0LL ° Err: 06. KU AYOUM FAR000 STRUCTU216 TL& PE § 16537 APPROVED AS COVRA= t11111 11)C SOU 9I4. OIODA 03)1162143 CODS DA:� - / -- - ' l r' PrIO,DU r CONTROL GV1$.'06 cum 0:XG 9000 C0 `466 071960 ACCIPTAT2C6 UO. 4 /f 1 9. 0 2 2.902 - L - I.C54-°+ . FRAME HEAD 1: 9 Y �3 - “ --.062 TYP. r� 1.6IID V .690 1034 I - -1.5CD --1.912- STD. FIXED MTG. RAIL SCREEN ADAPTER 6.120 PXS -992 FS- 7119 -$07 12 P0-0327 -107 13 I4 PXS -203 am -403 PXS -003 P)4S -601 Pms -907 22022 PXS -903 Pax -904 Pax-229 Pam-507 P0)1 -927 P2)4 -903 0725/000 PO)4 -519 QUAt TiTY 03'sel41,TE0i4 PtA.a HEED I to-3t52 GC3A)t) STO. FRA )4E 92± 2 1/ VENT 1/ VEN'i 2/ VENT 1/ VENT 1/ VENT AS RECD. AS mop. AS RECD. AS REGD. AS REGD. H1 -1USE SILL YRAC3 STANDARD Stu. TRACY FRAT4Z JA! STD. mom LIEYtX2 QAAS H.O. P1200 L t2TIX0 3A3. T07 Ax0 mom RA'. JA .3 STILE tMTERIOttt STILE �ETALLtC' CAAI 1.122a (2GYL O:t CAST) SCREEN ADAPTER T0P Ct 20TT02 )0A3. C.IATESI JAA 0 SY)LE vaptaHZ)SM> -,s OULD t2 AT)7RSTf'CPP�;,R GATtEDIAL 6003 -T3 6033 -Y9 6083 -73 2033 -13 6033 -T3 6033 -Y3 6033 -T9 SY. STEEL Si. STEEL 151f`r.Y1tm P4- CRS PL. CRS 0033 -79 HANG. /s U P P L12 R / 92nSzs ALli=1 /3D .\FLL ALU /30XNZLL 6033 -73 Alti?743 /y9)G:ZLL 6333 -73 ALU`)Att /62)O)'ELL 6033 - ALU`._AN /QOH.YELL `^ ii ALLEN SYSVoNS 0033 -73 - SLX10626 12) Sas. CD co. SCKLECEL 0a 00. 0&)J P1ASIMS QOLL 1030E0 0 0tt3/0°P)4970 drawIni . W00 -47 sheet 7 ed �} j .C32 TvP. W.D. FIXED MTG. RAIL VENT TOP /BOTTO`1. RAIL FRAME JAMB 0.364 2 626 • r•1064 Q t .012 �- 2.128 -- HI -RISE SILL W1 -RISE SILL TRACK JAMB STILE MEETING RAIL STD. SILL TRACK STANDARD SILL I3a PAIIT 0 9 3a PI43 -•604 AS ROOD. 1/ VONY 1/ VENT 1/ VENT 2/ =paw DAME 2/ SAfRE 2/ ADAPTER ASSEL.s.LY 3CRIws (671520 ma) 0EETt14O R53. VAL SCRtw (30TY11) 5/13 602 SCREE) SCREEN ADAPTER DAME SCROWS G 00 -32 X 1/2 PO*? 6 13 SSGIt"3 2 tt 3/4 PO4 S Q 0 11 3 -1/4 PV vA tx0. 0R TO= 66 AS COMPLYM Eg4B8 L"tl@E X493 F !'w OLRLDINGGGEIE ..n .lrc7 � 9 013. Y 42 cam ©;arm ACCSPECCE NO. ' / 0 02 3S VENT TOP /BOTTOM CORNERS FIXEn P"IYG. ita GQRRER FRAME TO? COJ ER drawing WOO- 47 n7taa Ql c7�g